QI/ for the (3m*2m) footing shown in fig. below find the column load (v) that can be carried by the footing using F.S.=3. V= ? 3x2 m B 3m $ = 20° e z0-8 Gs = 2-7 C=30 ANIm? Y= 19 kN/m3

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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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QI/ for the (3m*2m) footing shown in fig. below find the column load (v) that can
be carried by the footing using F.S.=3.
V= ?
3x2 m
B
$= 20° c:30 KN/m²
e zo-8
Gs = 2-7
Y= 19 kN/m2
Transcribed Image Text:QI/ for the (3m*2m) footing shown in fig. below find the column load (v) that can be carried by the footing using F.S.=3. V= ? 3x2 m B $= 20° c:30 KN/m² e zo-8 Gs = 2-7 Y= 19 kN/m2
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